| Date |
Text |
| 2023-06-27 14:37:09 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/11/2023 SUBMITTAL. |
| | |
| | 1. [SATISFIED] FLORIDA MANGO IS MAINTAINED BY PALM |
| | BEACH COUNTY. |
| | |
| | 2. [SATISFIED] THE CITY'S OFFICIAL VERTICAL DATUM IS |
| | NGVD1929. THE CITY HAS ALLOWED THE USE OF NAVD1988 AS |
| | LONG AS THE CONVERSION EQUATION TO NGVD1929 AT THE |
| | PROJECT LOCATION IS PROVIDED. PROVIDE THE VERTICAL |
| | DATUM CONVERSION TO NGVD1929 ON THE SURVEY. PROVIDE |
| | VERTICAL DATUM REFERENCE AND CONVERSION EQUATION ON |
| | EVERY ENGINEERING SHEET WITH ELEVATION INFORMATION. |
| | |
| | 3. [SATISFIED] SITE IS WITHIN A SPECIAL FLOOD HAZARD |
| | AREA. STRUCTURES ARE TO HAVE MINIMUM TWO FEET OF |
| | FREEBOARD ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | 4. [SATISFIED - THE BLEEDER IS LOCATED DOWNSTREAM FROM |
| | WEIR THAT SURCHARGES THE EXFILTRATION TRENCHES.] THE |
| | CITY DOES NOT ALLOW THE USE OF BLEEDERS WITHIN THE WEIR |
| | WITH EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 5. [PARTIALLY SATISFIED - SEE NEW COMMENTS BELOW] |
| | PROVIDE CROSS SECTIONS FOR ALL SIDES OF THE PROPERTY |
| | FROM 10 FEET OUTSIDE THE PROPERTY TO THE BUILDING FACE. |
| | SHOW AND LABEL SURFACE FEATURES, GRADE BREAKS, PROPERTY |
| | LINE, SURFACE SLOPES, STREET NAMES, ETC. |
| | |
| | 6. [PARTIALLY SATISFIED - SEE NEW COMMENTS BELOW] |
| | PROVIDE CROSS SECTIONS AT THE DRIVEWAYS FROM CENTERLINE |
| | OF THE ROAD TO 5 FEET PAST THE HIGH POINT. SHOW AND |
| | LABEL SURFACE FEATURES, GRADE BREAKS, RIGHT OF WAY |
| | LINE, STREET NAME, SURFACE SLOPES, ETC. |
| | |
| | 7. [PARTIALLY SATISFIED - THE WEIR ELEVATION IS ONLY |
| | 4??? BELOW THE TOP SLAB OF THE CONTROL STRUCTURE. IF |
| | THE SYSTEM WAS MODELED WITH A H&H MODEL, WHAT WERE THE |
| | PEAK STAGES OVER THE WEIR?] THE GRATE ELEVATION OF |
| | STRUCTURES CB#1 AND CB#8 ARE AT OR BARELY HIGHER THAN |
| | THE WEIR ELEVATION. THERE WILL BE PONDING AROUND THESE |
| | STRUCTURES WHENEVER THERE IS DISCHARGE INTO THE CANAL. |
| | |
| | 8. [PARTIALLY SATISFIED - LABEL ON PGD PLANS AND WATER |
| | & SEWER PLANS] LABEL EXISTING UTILITIES (SIZE, |
| | MATERIAL). |
| | |
| | 9. [NOT SATISFIED - TRENCH CUTS INTO THE RIGHT OF WAY |
| | PAVEMENT TO INSTALL UTILITY SERVICES WILL REQUIRE MILL |
| | AND OVERLAY PER THE COUNTY DETAILS] SHOW MILL AND |
| | RESURFACING LIMITS. |
| | |
| | 10. [SATISFIED] SHOW THE EXISTING CURB AND GUTTER ALONG |
| | FLORIDA MANGO. SHOW DROP CURB ACROSS THE PROPOSED |
| | DRIVEWAYS. |
| | |
| | 11. [SATISFIED] CAN SOUTH DRIVEWAY BE ADJUSTED TO AVOID |
| | THE EXISTING CATCH BASIN? |
| | |
| | 12. [SATISFIED] DRIVEWAY APRONS SHOULD BE CONCRETE |
| | WITHIN THE RIGHT OF WAY. |
| | |
| | 13. [SATISFIED] SHOW AND LABEL AND PERIMETER BERM THAT |
| | WILL BE NEEDED. |
| | |
| | NEW COMMENTS (5/11/2023 SUBMITTAL) |
| | |
| | 14. SECTION A-A |
| | A. SHOULD THE CONCRETE DRIVEWAY DIMENSION EXTEND TO |
| | THE BACK OF SIDEWALK (WEST PROPERTY LINE)? |
| | B. LABEL THE R/W AS N. FLORIDA MANGO ROAD. |
| | |
| | 15. SECTION B-B |
| | A. SHOULD THE 14??? CONCRETE DRIVEWAY DIMENSION EXTEND |
| | TO THE BACK OF SIDEWALK (WEST PROPERTY LINE)? |
| | B. LABEL THE R/W AS N. FLORIDA MANGO ROAD. |
| | |
| | 16. SECTIONS D-D, E-E, F-F, G-G |
| | A. IN ADDITION TO THE PERIMETER BERM AT OR NEAR THE |
| | PROPERTY LINE, SHOW A SWALE WITHIN THE BERM TO PREVENT |
| | DIRECT RUNOFF TO THE ADJACENT PROPERTIES. |
| | |
| | 17. PROVIDE WRITTEN RESPONSES EXPLAINING HOW THESE |
| | COMMENTS WERE ADDRESSED. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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